Which can be the possible option for cracking in the building?
(a) Due to light load
(b) Low w/c ratio
(c) Temperature difference
(d) Gain of water
I have been asked this question by my college professor while I was bunking the class.
This is a very interesting question from Cracking of Concrete, Evaluation of Cracks topic in chapter Repair Technology for Concrete Structures of Concrete Technology